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Home My WebLink About44 Briar Cir - Sewage Disposal System RepairI - SOIL _TEST PIT 1 DATA 500 GALL - QISTRIBUTION BOX DETAIL ADB -5) PROPOSED F6013 PLAN NOT To SCALE SEASONAL HIGH GROUNDWATER NOT To SCALE NOT TO SCALE --� NOT TO SCALE ADJUSTMENT NOTEc• TEST PIT - 1 TEST PIT _ _ I. SEPTIC TANK SHALL BE STEEL LE OF CONCRETE. MIN. ( A COVER, M. 1' WALLS COVER DEPTH TO OBSERVED WATER 8.2' Y. SEPTIC TANK SHALL � CAPABLE OF WITHSTANDING W-10 RAISE 2 TO WITHIN 8' OF FINISHED , � � 10.4 LOADING. U)S1N 8 CRAIG A. GRD, EL, 10.3 GRD. EL. INDEX WELL MIW-29 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION MORTAR S NEAR RBRKI( AND m SHGW EL. 3.0 SHGW EL. 3.1 WATER LEVEL RANGE ZONE AFon SHALL BE WATERTIGHT. �1�. A LOAMY SAND IOYR 3/3 E LOAMY SAND 10YR 6/1 Bw LOAMY SAND tOYR 5/8 EL - 7.9 Cl MEDIUM SAND 2.5Y 6/4 C2 FINE SAND 2.5Y 6/3 5" 14" 29 51" 87" 98"" A LOAMY SAND 10YR 2/1 E MED. SAND 10YR 7/1 Bw LOAMY SAND 10YR 5 8 EL - 7.6 Cl COARSE SAND 2.5Y 7/3 • C2 FINE SAND 2.5Y 5/1 DEPTH O INDEX WELL (9/09) 9.4 _ 4. TEES SHALL BE SCH. 40 PVC AND SHALL BE LOCATED WATER LEVEL ADJUSTMENT 1.8' WITHIN 12' OF TANK WALL AND ACCESSIBLE FROM TANK 6' MAX NOTES: �.1'>t. �. COVER. 11-1 /2" um USING 1/2 THE ADJUSTMENT 0•a 5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. r 1. DIST. BOX TO WITHSTAND H-10 LOADING y. 6" S. IF ANY PORTION OF THE GROUND SURFACE ABOVE - DEPTH TO ADJUSTED WATER 7.3' TANK WILL BE SUBJECT TO VIEW= LOADS, AN M-20 4, pa P' a UNLESS UNDER PAVEMENT, DRIVES OR SEE ATT ARCHICTURAL PLANS SEPTIC TANK SHALL BE REQUIRED. 2• TRAVELED WAYS WHEREIN H-20 LOADING 19" BOH AGENT APPROVAL y,. •y BOTTOM STABLE BASE SHALL APPLY. C T 6• MINIMUM 2. PROVIDE INLET TEE OR BAFFLE WHERE 10'-6' r SECTION VIEW 3/4• TO 1-1/2` SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR �- 10'-0 � 3" CRUSHED STONE IN PUMPED SYSTEM. ZNOFAl a ASc- 33" 4' MIN. 3. FIRST TWO FEET OF PIPE OUT OF DIST. o,�y PRECAST SEPTIC TANK LIQUID D iH (SHOREY OR APPROVED EQUAL) 4'-6` LOCATE 14" " _ _ INLET TEE 1- 60 5'_a• C UNDER COVER =K� E7LET OM 87" - _ 3 OUTLET TEE 3• 1Y BOX TO BE LAID LEVEL. BRIAN G. a� o YERGATIAN 4. ALL PIPE CONNECTIONS AND CONCRETE CIVIL H CONSTRUCTION SHALL BE WATERTIGHT. 4 9 No.46206 5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. F GIs IV -5-09 98" 1 6 MIMIMUM CROSS-SEDITIONVIEW' �-'- 21' ----� PI AN 1AFW . ... - IOv -Ico off+ a i 1 EL - -0.5 EL - -0.3 CRUSHED TONE PLAN VIEW _3L ESTIMAED SEASONAL HIGH GROUNDWATER EXISTING FLOOR PLAN DESIGN CALCULATIONS DAME: OCTOBER 1, 2009 lu OBSERVED NOT TO SCALE. i TEST BY: BSC GROUP, INC. = GROUNDWATER Y: PHILIP RENAUO FRINT yu0 LOCATION ROM OF EXISTING CESSPOOL WAS DESIGN FLOW: WITNESSED 13FROM .OBTAINED FRRECORD PLANS ON FILE At THE PERCOLATON YARMOUTH HEALTH DIVISION AND FIELD LOCATED. PERC. RATE < 2 MIN./INCH TEST RANGE 3 BEDROOMS 0 110 GPD/BDRM - 330 GPD SOIL EVALUATOR: BRIAN YERGATIAN. P.E. SOIL CLASS CLASS IF/77/7UNSUITABLE REQUIRED SEPTIC TANK: MATERIALS BR /2 LIVING ROOM L.T.A.H. 0.74 GPD/S.F. (TO BE REMOVED) 330 GALLONS X 200% = 660 GALLONS LST 18 SEPTIC TANK PROVIDED 1,500 GALLONS /SIZE OF LEACHING FACILITY REQUIRED: / bR DATUM BR f1 KITCHEN PORCH // /� DESIGN PERC. RATE: <2 MIN/INCH BA1HRtY0M / / LONG TERM APPL. RATE: 0.74 GPD/S.F. VERTICAL DATUM: N.G.V.D. 1929 / / 330 GPD + 0.74 GPD/SF = 446 S.F. BENCH MARK SET: TOP OF IRON PIPE SIZE OF LEACHING FACILITY PROVIDED: ELEV. 10.92 Q / „ USE (20) ARC 36 CHAMBERS IN FIELD CONFIGURATION /l 97� l / F0,0' / w�' NeebJ \ IN ACCORDANCE W/ GENERAL USE APPROVAL / 00 THE EFFECTIVE LEACHING AREA = 4.8 SF LF SYSTEM .....PROFILE , � , / �� w >Z� SF/ LF � � � NOT To SCALE ro 20 UNITS X 5.0 LF/UNIT X 4.8 SF/LF = 480 SF / �`•., �-� 4 ROWS WITH 5 UNITS/ROW (55' X 6.25) RESERVE PROPOSED//� � / • / AREA � ADDITION EL. -A FIRST PIPE LENGTH / /T 19 y' / TOP FOUNDATION / CONCRETE COVERS TO WITHIN TO BE SET LEVEL / \ / \ w EL 10.3 FOR MIN. 2 6' OF FINISHED GRADE / 8 FINISH GRADE / �°'�Il - / / i b LOCUS INFORMATION 4• PVC SCH 40o. yp / 4 SCHP40 711 4" PVC SCH 40 LEACHING CHAMBER. / �// A8 \ S 0 0 0 0 0 0 0 0 0 0 �' \ CURRENT OWNER: ALEXEY RADOVINSKY GASKE SEE SHEET 2 FOR DETAIL /'C / dt IRINA RADOVINSKY W3 _ I=D I-0 0000000000 / 8 / / ;, I -C I -E I -F H / / ho� / / s,0• TITLE REFERENCE: 18066 / 344 5 OUTLET DIST. BOX 5.1' SEPARATION / \ / SEPTIC TANK �.,\ ,; PLAN REFERENCE: 69 / 99 & 284 / 99 RAISE OUTLET J / / = 9 g b A (t a VCS/��/ 10. E • , y2r ASSESSORS MAP: 25 PIPE 9 INCHES EST. HIGH GROUNDWATER / / � h' •• PARCEL: 349 �44 wooE��G E 7F' ?'. OBSERVATION ZONING DISTRICT: R-25 PORT ('W.) SETBACKS: FRONT 30' FIRST FLOOR 12.5 O o SIDE 15' +� �L73.1REAR 20' SCHEDULE OF ELEVATIONS:...:' / S1 MINIMUM LOT SIZE: 25,000 S.F. '7 Ca \ ± / , EXISTING LOT SIZE: 7,085± S.F. TOP OF FOUNDATION 11.04 A (EXISTING) / CAPE f I 8 NITROGEN SENSITIVE 4" INVERT AT BUILDING _,�7Q B RAISED FROM 9.04)IRON CELLAR /� 2 j � f ZONE: NOT A ZONE II 4" INVERT AT SEPTIC TANK (IN) 9.30 C ( PIPE \ L \S.o f Q 1 4 p 8 FEMA FTRIC . " VACANT V;N , DATED 4 INVERT AT SEPTIC TANK (OUT) 9.05 D �\\ roo :. N ZONE DISTRICT: PANEL A#250 15 0006 D92 4" INVERT AT DIST. BOX (IN) 9.00 E OVERLAY DISTRICT: NONE 4" INVERT AT DIST. BOX OUT F PROPOSED �' / (OUT) 8.83 1,500 GALLON n = SEPTIC TANK X INVERTS AT LEACHING FACILITY: Com' REMOVE EX. CFS DOL N�br•IN ACCOROANO' LITH LOCUS MAP 4" INV. AT LEACHING CHAMBER 8.75 G (BREAKOUT 9.25) \ G; TITLE 5 NOT To SCALE ELEVATION AT BOTTOM OF CHAMBER 8.17 H LIMIT OF EXCAVATIGA N SEASONAL HIGH GROUNDWATER 3.10 FOROVEROIC I I METAL SHED 28 XIS NG SHED TO BE PROPOSED LEACHr1ELD REMOVED AND RESET (20) ARC 36 CHk;ABERS IN SAME LOCATION (SEE DETAILS SHF.7 2) W IRON VARIANCES REQUESTED_ PIPE LOT 20 BENCHMARK: FOUND co I' TOP OF pRON PIPE TITLE V ELEV. 10.92 W 6 LOCUS 0 Co 5 (001 310 CMR 15.211(1): TO ALLOW LEACHING FIELD TO BE 6' OFF W0fK WJST CON A T ALL TOWN w IL 3-a .o REAR PROPERTY LINE 6YLA�5r COMPLIANCE �i�� c� ��i�avl� PLAN VIEW `� A �j� A A LOCAL UPGRADE APPROVAL HAS BEEN AGREED YAR ATTR DEPT CA NOV 0 2 2009 SCALE: 1' = SO FEET so. SHORE bR. o; o TO BY THE BOH AGENT, PURSUANT TO 310 CMR HLAL I N ucc... I NOTE: CRAWL SPACE ELEVATION IS ABOVE BREAKOUT ELEVATION IN NEW NAN11/CKET ADDITION SO CRAWL SPACE FLOOR IS ACTING AS A SLAB. 15.404(2) MAXIMUM FEASIBLE COMPLIANCE. 0 5 10 20 F` SOUND REVISIONS NO. DATE DESCRIPTION GENERAL NOTES: 1. THIS PLAN IN ONLY INTENDED FOR THE DESIGN AND CONSTRUCTION OF THE SEWAGE DISPOSAL FACILITY. 2. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO 310 CMR 15.D00 AND YARMOUTH BOARD OF HEALTH REGULATIONS. 3. THERE ARE NO KNOWN OR PROPOSED PRIVATE WELLS LOCATED WITHIN 150 FT. OF THE PROPOSED LEACHING FACILITY. 4. IF AN OVERDID IS SPECIFIED, REMOVE ALL TOPSOIL, SUBSOIL AND OTHER UNSUITABLE MATERIALS. 5. IF AN OVERDIG IS SPECIFIED, REPLACE ALL EXCAVATED MATERIALS WITHIN THE LIMIT OF EXCAVATION WITH CLEAN GRANULAR SAND. FREE FROM ORGANIC MATERIAL AND DELETRIOUS SUBSTANCES. MIXTURES AND LAYERS OF DIFFERENT CLASSES OF SCL"SHALL NOT BE USED. FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 INCHES. A SIEVE ANALYSIS USING A /4 SIEVE SHALL BE PERFORMED ON A REPRESENTATIVE SAMPLE OF FILL UP TO 45X BY WEIGHT MAY BE RETAINED ON THE /4 SIEVE. ' SUCH ANALYSES MUST DEMONSTRATE THAT THE MATERIAL MEETS EACH OF THE FOLLOWING SPECIFICATIONS: 1o0X MUST PASS #14 SIEVE 1GX MUST PASS #50 SIEVE 0-20X MUST PASS /100 SIEVE 0-5X MUST PASS /200 SIEVE 6. EXISTING UTILITIES WHERE SHOWN ON THE PLANS ARE APPROXIMATE. THE ENGINEER DOES NOT GUARANTEE THEIR ACCURACY OR THAT ALL SUBSURFACE STRUCTURES ARE SHOWN. CONTRACTOR SHALL VERIFY THE SIZE, LOCATION AND ELEVATION OF INVERTS OF UTILITIES AND STRUCTURES, WITHIN THE LIMIT OF WORK, PRIOR TO THE START OF CONSTRUCTION. IF ANY DISCREPANCIES ARE DISCOVERED OR FIELD CHANGES REQUIRED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 7. THE CONTRACTOR SHAD. BE RESPONSIBLE FOR PROPERLY COORDINATING THE PROPOSED CONSTRUCTION ACTIVITIES WITH DIG -SAFE AND THE APPLICABLE UTILITY COMPANIES, AND SHALL COMPLETE THE PROPOSED WORK WITHOUT ANY INTERUPTIONS IN SERVICE. - 8. CONTRACTOR IS REQUIRED TO NOTIFY DIG SAFE, PER MASS STATUTE CHAPTER 82 5ECTON 40 (1-688-344-7233) A # MINIMUM OF 72 'HOURS PRIOR TU THZ START OF CONSTRUCTION. 9. THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE GRINDER. INSTALLATION OR USE OF A GARBAGE GRINDER AT THIS PROPERTY ISNOT ALLOWED PER 310 CMR 15.240(4). BSC GROUP 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 C 2009 BSC Group, Inc. PROJECT TITLE: DESIGN FOR SEWAGE DISPOSAL SYSTEM REPAIR #44 BRIAR CIRCLE SOUTH YARMOUTH MASSACHUSETTS PREPARED FOR: MR. ALEXEY RADOVINSKY 20 CHESTNUT ST, APT. 502 CAMBRIDGE, MA 02139 (617) 645-0220 DATE: OCTOBER 5, 2009 COMP. DESIGN: B. YERGATIAN CHECK: K. HEALY DRAWN: P. HAGIST FIELD: P. HAGIST FILE N0: 4942500-SEP.DWG DWG NO. 5959-02 SHEET 1 OF 2 JOB NO.4-9425.00 ILE